CN207660193U - A kind of overlength eaves gutter applied in assembling type steel structure building - Google Patents

A kind of overlength eaves gutter applied in assembling type steel structure building Download PDF

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Publication number
CN207660193U
CN207660193U CN201721640859.4U CN201721640859U CN207660193U CN 207660193 U CN207660193 U CN 207660193U CN 201721640859 U CN201721640859 U CN 201721640859U CN 207660193 U CN207660193 U CN 207660193U
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CN
China
Prior art keywords
double
steel frame
eaves gutter
assembling type
overlength
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn - After Issue
Application number
CN201721640859.4U
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Chinese (zh)
Inventor
张鹏飞
李凌峰
田磊
赵正飞
孙玉峰
张雯超
吴艳霞
杨嘉琪
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China Construction Science And Industry Co ltd
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China Construction Steel Structure Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Steel Structure Corp Ltd filed Critical China Construction Steel Structure Corp Ltd
Priority to CN201721640859.4U priority Critical patent/CN207660193U/en
Application granted granted Critical
Publication of CN207660193U publication Critical patent/CN207660193U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The overlength eaves gutter applied in being built the utility model discloses a kind of assembling type steel structure, set on building roof (7) edge, for draining, including Vierendeel girder (5) and steel frame, the steel frame includes more spaced double angles (1) and edge sealing angle bar (2), more double angle (1) one end are set to above Vierendeel girder (5) bottom wing listrium and are welded with bottom wing listrium and web, and the other end welds edge sealing angle bar (2) and constitutes steel frame;Cement fibrolite plate (3) is fixed below the steel frame, double-layer double-direction arranges reinforcing bar in cavity, and fills cast-in-place concrete (4);The roof structure reinforcing bar (71) of the building roof (7), which extends downwardly, to be bent and is welded and fixed with Vierendeel girder (5);Edge sealing angle bar (2) one end of the steel frame is equipped with water fender (8).Eaves gutter way blank in assembling type steel structure building is filled up, simple structure, construction are convenient, ensure globality and durability.

Description

A kind of overlength eaves gutter applied in assembling type steel structure building
Technical field
It is super the utility model is related to be applied in building structure technology field more particularly to a kind of assembling type steel structure building Long eaves gutter.
Background technology
Assembling type steel structure building has the advantages that standardized designs, factorial praluction, modular construction, in recent years Very fast development is arrived.Eaves gutter is common water discharge member in building, and traditional method is realized by the way of cast-in-place.In assembled In steel building, eaves gutter is connect simply frequently with prefabricated components with agent structure, the equal nothing of globality of durability and structure Method ensures.And when using outer overhanging eaves gutter, length is restricted again.Therefore, in assembled architecture, a kind of knot is designed Structure is simple, construction is convenient, and holding structure globality and the eaves gutter way of durability seem particularly necessary.
Invention content
The purpose of this utility model is to provide the overlength eaves gutter applied in a kind of assembling type steel structure building, fills up steel construction Eaves gutter way blank in assembled architecture, simple structure, construction are convenient, ensure globality and durability.
The purpose of this utility model is achieved through the following technical solutions:
The overlength eaves gutter applied in a kind of assembling type steel structure building, is set to 7 edge of building roof, for draining, including Vierendeel girder 5 and steel frame, the steel frame include more spaced double angles 1 and edge sealing angle bar 2, more double angles 1 One end is set to above 5 bottom wing listrium of Vierendeel girder and is welded with bottom wing listrium and web, and the other end welds edge sealing angle bar 2 and constitutes steel framework Frame;
Cement fibrolite plate 3 is fixed below the steel frame, double-layer double-direction arranges reinforcing bar in cavity, and fills cast-in-place coagulation Soil 4;
The roof structure reinforcing bar 71 of the building roof 7, which extends downwardly, to be bent and is welded and fixed with Vierendeel girder 5;
2 one end of edge sealing angle bar of the steel frame is equipped with water fender 8.
The web both sides of the Vierendeel girder 5 correspond to 1 position of double angle welding ribbed stiffener 6.
Double-layer double-direction arrangement reinforcing bar includes top arrangement of reinforcement 41 and bottom arrangement of reinforcement 42 in the cavity, top arrangement of reinforcement 41 and bottom The equal bending process in 42 end of portion's arrangement of reinforcement and welding for steel structure.
Structure reinforcing bars 81 are set in the water fender 8, structure reinforcing bars 81 are welded with edge sealing angle bar 2.
A kind of assembly that the utility model embodiment provides it can be seen from above-mentioned technical solution provided by the utility model The overlength eaves gutter applied in formula steel building, fills up eaves gutter way blank in assembling type steel structure building, and simple structure is applied Work is convenient, ensures globality and durability.
Description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment The attached drawing used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the utility model Example, for those of ordinary skill in the art for, without creative efforts, can also be according to these attached drawings Obtain other accompanying drawings.
Fig. 1 is the overlength eaves gutter structural representation applied in the assembling type steel structure building that the utility model embodiment provides Figure;
Fig. 2 is the overlength eaves gutter concrete reinforcement applied in the assembling type steel structure building that the utility model embodiment provides Structural schematic diagram one;
Fig. 3 is the overlength eaves gutter concrete reinforcement applied in the assembling type steel structure building that the utility model embodiment provides Structural schematic diagram two;
Fig. 4 is the overlength eaves gutter steel-frame structure applied in the assembling type steel structure building that the utility model embodiment provides Schematic diagram.
Specific implementation mode
With reference to the attached drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out clear Chu is fully described by, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole realities Apply example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without making creative work The every other embodiment obtained, belongs to the scope of protection of the utility model.
The utility model embodiment is described in further detail below in conjunction with attached drawing.
As shown in Figures 1 to 4, the overlength eaves gutter applied in a kind of assembling type steel structure building, is set to 7 side of building roof Edge, for draining, including Vierendeel girder 5 and steel frame, Vierendeel girder 5 use I-steel, and the steel frame includes that more intervals are set The double angle 1 set and edge sealing angle bar 2, double angle 1, which is exactly that two angle steel are back-to-back, to be arranged side by side, and more 1 one end of double angle are set to It is welded with bottom wing listrium and web above 5 bottom wing listrium of Vierendeel girder, the web both sides of the Vierendeel girder 5 correspond to double angle 1 Set welding ribbed stiffener 6.More 1 other end of double angle welding edge sealing angle bars 2 constitute steel frame;Fixed water below the steel frame Mud fiberboard 3, double-layer double-direction arranges reinforcing bar in cavity, in the cavity double-layer double-direction arrangement reinforcing bar include top arrangement of reinforcement 41 with Bottom arrangement of reinforcement 42, top arrangement of reinforcement 41 and the equal bending process in 42 end of bottom arrangement of reinforcement and welding for steel structure.And fill cast-in-place concrete 4;The roof structure reinforcing bar 71 of the building roof 7, which extends downwardly, to be bent and is welded and fixed with Vierendeel girder 5;The steel frame 2 one end of edge sealing angle bar be equipped with water fender 8, structure reinforcing bars 81, structure reinforcing bars 81 and edge sealing angle bar 2 are set in the water fender 8 Welding.
Construction method:5 are set a roof beam in place using body frame, double angle 1 are set on its lower flange top, length is according to practical building It needs to be arranged, its spacing is common knowledge, repeats no more according to determination is calculated.In Vierendeel girder 5 and 1 corresponding position of double angle Ribbed stiffener 6 is set, and double angle 1 is welded with Vierendeel girder 5, ribbed stiffener.In the end set edge sealing angle bar 2 of double angle 1, in double angle Cement fibrolite plate 3, the bed die as concrete 4 is arranged in 1 lower part.In 3 common shape of double angle 1, edge sealing angle bar 2 and cement fibrolite plate At cavity in configure double-layer double-direction reinforcing bar, including top arrangement of reinforcement 41 and bottom arrangement of reinforcement 42, it is end reinforced do bending process with Welding for steel structure ensures bonding strength.After steel-bar arrangement is good, cast-in-place concrete 4 is poured.It, will to ensure the water resistance of building Roof structure 7 is made of one with eaves gutter, i.e., roof structure reinforcing bar 71 is bent in eaves gutter and is welded and fixed with Vierendeel girder 5, poured It is poured together when eaves gutter cast-in-place concrete 4.2 one end of edge sealing angle bar of steel frame namely described can be on the outside of eaves gutter According to building demand, water fender 8 is set.Structure reinforcing bars 81 are set in the water fender 8, structure reinforcing bars 81 are welded with edge sealing angle bar 2 It connects.
The preferable specific implementation mode of the above, only the utility model, but the scope of protection of the utility model is not It is confined to this, any one skilled in the art can readily occur in the technical scope that the utility model discloses Change or replacement, should be covered within the scope of the utility model.Therefore, the scope of protection of the utility model should Subject to the scope of protection of the claims.

Claims (4)

1. the overlength eaves gutter applied in a kind of assembling type steel structure building, is set to building roof (7) edge, special for draining Sign is, including Vierendeel girder (5) and steel frame, and the steel frame includes more spaced double angles (1) and edge sealing angle Steel (2), more double angle (1) one end are set to above Vierendeel girder (5) inframarginal and are welded with inframarginal and web, other end welding envelope Corner angle (2) constitutes steel frame;
Cement fibrolite plate (3) is fixed below the steel frame, double-layer double-direction arranges reinforcing bar in the cavity of steel frame, and fills existing Pouring concrete (4);
The roof structure reinforcing bar (71) of the building roof (7), which extends downwardly, to be bent and is welded and fixed with Vierendeel girder (5);
Edge sealing angle bar (2) one end of the steel frame is equipped with water fender (8).
2. the overlength eaves gutter applied in assembling type steel structure building according to claim 1, which is characterized in that the frame Set a roof beam in place (5) web both sides correspond to double angle (1) position welding ribbed stiffener (6).
3. the overlength eaves gutter applied in assembling type steel structure building according to claim 1 or 2, which is characterized in that described Cavity in double-layer double-direction arrangement reinforcing bar include top arrangement of reinforcement (41) and bottom arrangement of reinforcement (42), top arrangement of reinforcement (41) and bottom arrangement of reinforcement (42) the equal bending process in end and welding for steel structure.
4. the overlength eaves gutter applied in assembling type steel structure building according to claim 1 or 2, which is characterized in that described Water fender (8) in set structure reinforcing bars (81), structure reinforcing bars (81) are welded with edge sealing angle bar (2).
CN201721640859.4U 2017-11-30 2017-11-30 A kind of overlength eaves gutter applied in assembling type steel structure building Withdrawn - After Issue CN207660193U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721640859.4U CN207660193U (en) 2017-11-30 2017-11-30 A kind of overlength eaves gutter applied in assembling type steel structure building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721640859.4U CN207660193U (en) 2017-11-30 2017-11-30 A kind of overlength eaves gutter applied in assembling type steel structure building

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107842150A (en) * 2017-11-30 2018-03-27 中建钢构有限公司 A kind of overlength eaves gutter applied in assembling type steel structure building
CN113846809A (en) * 2021-09-26 2021-12-28 浙江绿筑集成科技有限公司 Mounting method of prefabricated overhanging gutter

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107842150A (en) * 2017-11-30 2018-03-27 中建钢构有限公司 A kind of overlength eaves gutter applied in assembling type steel structure building
CN107842150B (en) * 2017-11-30 2023-08-18 中建科工集团有限公司 Overlength eaves gutter that uses in assembled steel construction building
CN113846809A (en) * 2021-09-26 2021-12-28 浙江绿筑集成科技有限公司 Mounting method of prefabricated overhanging gutter

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Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province

Patentee after: China Construction Science And Industry Co.,Ltd.

Address before: 518040 Guangdong city of Shenzhen province Nanshan District Guangdong streets Center Road No. 3331 steel built in 27 storey building room 2701

Patentee before: China Construction Steel Structure Corp.,Ltd.

AV01 Patent right actively abandoned
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AV01 Patent right actively abandoned

Granted publication date: 20180727

Effective date of abandoning: 20230818

AV01 Patent right actively abandoned

Granted publication date: 20180727

Effective date of abandoning: 20230818